FormulaDen.com

Physics Chemistry Math Chemical Engineering Civil Electrical Electronics Electronics and Instrumentation Materials Science Mechanical Production Engineering Financial Health

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Formula

GoBearing Capacity Factor Dependent on Cohesion for Square Footing Formula

Fx Copy

LaTeX Copy

Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil. Check FAQs

N c = \frac{q f - σ s}{1.3 \cdot C}

N_c - Bearing Capacity Factor dependent on Cohesion?q_f - Ultimate Bearing Capacity?σ_s - Effective Surcharge in KiloPascal?C - Cohesion in Soil as Kilopascal?

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Example

With values

With units

Only example

Here is how the Bearing Capacity Factor Dependent on Cohesion for Circular Footing equation looks like with Values.

Here is how the Bearing Capacity Factor Dependent on Cohesion for Circular Footing equation looks like with Units.

Here is how the Bearing Capacity Factor Dependent on Cohesion for Circular Footing equation looks like.

8.5403 = \frac{60 - 45.9}{1.3 \cdot 1.27}

8.5403 = \frac{60kPa - 45.9kN/m²}{1.3 \cdot 1.27kPa}

8.5403 = \frac{60 - 45.9}{1.3 \cdot 1.27}

Tip: Use pencil ( Pencil

) icon above to edit Input Values and Units.

Calculate

Recalculate

Solution

Copy

Reset

You are here -

Home » Category

Engineering » Category

Civil » Category

Geotechnical Engineering » fx Bearing Capacity Factor Dependent on Cohesion for Circular Footing

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Solution

Follow our step by step solution on how to calculate Bearing Capacity Factor Dependent on Cohesion for Circular Footing?

FIRST Step Consider the formula

N c = \frac{q f - σ s}{1.3 \cdot C}

Next Step Substitute values of Variables

∴

N c = \frac{60kPa - 45.9kN/m²}{1.3 \cdot 1.27kPa}

Next Step Convert Units

∴

N c = \frac{60000Pa - 45900Pa}{1.3 \cdot 1270Pa}

Next Step Prepare to Evaluate

∴

N c = \frac{60000 - 45900}{1.3 \cdot 1270}

Next Step Evaluate

∴

N c = 8.54027861901878

LAST Step Rounding Answer

∴

N c = 8.5403

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Formula Elements

Variables

Bearing Capacity Factor dependent on Cohesion

Bearing Capacity Factor dependent on Cohesion is a constant whose value depends upon the cohesion of soil.

Symbol: N_c

Measurement: NAUnit: Unitless

Note: Value should be greater than 0.

Formulas to find Bearing Capacity Factor dependent on Cohesion

Ultimate Bearing Capacity

The Ultimate Bearing Capacity is defined as the minimum gross pressure intensity at the base of the foundation at which the soil fails in shear.

Symbol: q_f

Measurement: PressureUnit: kPa

Note: Value should be greater than 0.

Formulas to find Ultimate Bearing Capacity

Effective Surcharge in KiloPascal

Effective Surcharge in KiloPascal also called as surcharge load refers to the vertical pressure or any load that acts over the ground surface additional to basic earth pressure.

Symbol: σ_s

Measurement: PressureUnit: kN/m²

Note: Value should be greater than 0.

Formulas to find Effective Surcharge in KiloPascal

Cohesion in Soil as Kilopascal

Cohesion in Soil as Kilopascal is the ability of like particles within soil to hold onto each other. It is the shear strength or force that binds together like particles in the structure of a soil.

Symbol: C

Measurement: PressureUnit: kPa

Note: Value should be between 0 to 50.

Formulas to find Cohesion in Soil as Kilopascal

Other Formulas to find Bearing Capacity Factor dependent on Cohesion

Go Bearing Capacity Factor Dependent on Cohesion for Square Footing

N c = \frac{q f - σ s}{(C) \cdot (1 + 0.3 \cdot (\frac{B}{L}))}

Other formulas in Bearing Capacity of Cohesive Soil category

Go Bearing Capacity of Cohesive Soil for Circular Footing

q f = (1.3 \cdot C \cdot N c) + σ s

Go Cohesion of Soil given Bearing Capacity for Circular Footing

C = \frac{q f - σ s}{1.3 \cdot N c}

Go Effective Surcharge given Bearing Capacity for Circular Footing

σ s = (q f - (1.3 \cdot C \cdot N c))

Go Bearing Capacity for Circular Footing given Value of Bearing Capacity Factor

q f = (7.4 \cdot C) + σ s

How to Evaluate Bearing Capacity Factor Dependent on Cohesion for Circular Footing?

Bearing Capacity Factor Dependent on Cohesion for Circular Footing evaluator uses Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Cohesion in Soil as Kilopascal) to evaluate the Bearing Capacity Factor dependent on Cohesion, The Bearing Capacity Factor Dependent on Cohesion for Circular Footing is defined as the value of bearing capacity factor dependent on cohesion when we have prior information of other parameters used. Bearing Capacity Factor dependent on Cohesion is denoted by N_c symbol.

How to evaluate Bearing Capacity Factor Dependent on Cohesion for Circular Footing using this online evaluator? To use this online evaluator for Bearing Capacity Factor Dependent on Cohesion for Circular Footing, enter Ultimate Bearing Capacity (q_f), Effective Surcharge in KiloPascal (σ_s) & Cohesion in Soil as Kilopascal (C) and hit the calculate button.

FAQs on Bearing Capacity Factor Dependent on Cohesion for Circular Footing

What is the formula to find Bearing Capacity Factor Dependent on Cohesion for Circular Footing?

The formula of Bearing Capacity Factor Dependent on Cohesion for Circular Footing is expressed as Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Cohesion in Soil as Kilopascal). Here is an example- 32.76802 = (60000-45900)/(1.3*1270).

How to calculate Bearing Capacity Factor Dependent on Cohesion for Circular Footing?

With Ultimate Bearing Capacity (q_f), Effective Surcharge in KiloPascal (σ_s) & Cohesion in Soil as Kilopascal (C) we can find Bearing Capacity Factor Dependent on Cohesion for Circular Footing using the formula - Bearing Capacity Factor dependent on Cohesion = (Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/(1.3*Cohesion in Soil as Kilopascal).

What are the other ways to Calculate Bearing Capacity Factor dependent on Cohesion?

Here are the different ways to Calculate Bearing Capacity Factor dependent on Cohesion-

Bearing Capacity Factor dependent on Cohesion=(Ultimate Bearing Capacity-Effective Surcharge in KiloPascal)/((Cohesion in Soil as Kilopascal)*(1+0.3*(Width of Footing/Length of Footing)))

Let Others Know

✖

Facebook

Twitter

Copied!

: Value
: Unit

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Formula

​GoBearing Capacity Factor Dependent on Cohesion for Square Footing Formula

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Example

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Solution

Bearing Capacity Factor Dependent on Cohesion for Circular Footing Formula Elements

Other Formulas to find Bearing Capacity Factor dependent on Cohesion

Other formulas in Bearing Capacity of Cohesive Soil category

How to Evaluate Bearing Capacity Factor Dependent on Cohesion for Circular Footing?

FAQs on Bearing Capacity Factor Dependent on Cohesion for Circular Footing

Variable Name

GoBearing Capacity Factor Dependent on Cohesion for Square Footing Formula